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<br /> <br />Client: Oxbow Mining Report No: 6 <br />Project: West Valley GOB Pile Date of Test: 10-02-08 <br />Location: Somerset, CO Test By: DRS <br />-- <br /> <br />Rock correction applied to proctor, as needed. <br />GJLD Job No: 93345 -GJ <br />t <br />TEST Nuclear (ASTM Nuclear (ASTM 2922) (ASTM D-1556) SPECIFICATIONS: Project: X City: County: State: <br />TYPE: 2922) Backscatter Direct Trans. X Sand Cone <br />Test Location of Tat COMPACTION COMPAC. MOISTURE MOISTURE PROCTOR SOIL <br />No. % SPEC. % CONT. % SPEC. % VALUE TYPE <br />16 East side of GOB pile + 60 of Fill 95 95S 12.7 +-2 85.9@12.5 Coal <br />17 Center of GOB pile + 60 of Fill 97 95S 13.7 +-2 85.9@12.5 Coal <br />18 West side of GOB pile + 60 of Fill 99 95S 12.7 +-2 85.9@12.5 Coal <br /> NOTE: All moisture from oven dry samples <br />DISTRIBUTION: • Fails Compacd in Spec. C = Cohesive GRAND JUNCTION LINCOL INC. <br />1-Client •? Fails Moisture Spec. NC = NonCohesive BY: <br /> i <br />S Standard <br />r <br />ABC = Aggregate Base <br />DENSITY TEST DAILY REPORT <br /> M Modified r PR = Pit Run <br />NOTE: Results indicate in-place soil densities at the N leer Density Testing of pit run' or Nuclear Density Testing is <br />d f <br />f GRAND <br />JUNCTION <br />Geotechnical <br />locations and depths identified above. Grand Junction Lincoln coarse grained soils y require or acceptance <br />orme <br />per <br />.,., <br />DeVore has relied on the contractor to provide uniform mix corr ection of Unit Weight Water control and is combined LINCOLN Engineers <br />placement and compactive effort throughout the fill area. Con tent, ASTM D4718. with visual and penetration DeVORE Geologists <br /> If toils contain oversize wficles in methods. <br /> exc fss of the limits of AST 4 D-4718 <br />